Research Article
Apr 1965
High Strength Bolted Moment Connections
Publication: Journal of the Structural Division
Volume 91, Issue 2
Abstract
The performance and design of the more common types of high strength bolted moment connections are discussed. Experimental and analytical results are presented on: (1) T-stub web-to-beam flange connections, (2) T-stub flange-to-column connections, (3) assembled T-stub connections, and (4) end plate connections. Among the specific topics covered are: The ultimate resisting moment of a beam with bolt holes in both flanges and the circumstances under which prying forces develop between a tension T-stub or an end plate and its supporting column, and the magnitude of these prying forces. Elastic and plastic design of bolted moment connections are suggested.
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Published In
Journal of the Structural Division
Volume 91 • Issue 2 • April 1965
Pages: 101 - 128
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: Apr 1965
Published online: Feb 1, 2021
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Authors
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Richard T. Douty, AM.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Missouri, Columbia, Mo.
William McGuire, F.ASCE
Prof. of Civ. Engrg., Cornell Univ., Ithaca, N.Y.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.